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1、梁箍筋面积表梁箍筋面积表I级钢实配分布筋计算面积实配分布筋计算面积实配分布筋计算面积A 8300(2)GO. 3A10300 (2)GO.5A123O0(2)GO. 7A825 0 (2)GO. 4A10250(2)GO. 6A 1 2 250 (2)GO. 9A 822O (2)GO. 4A1O220 (2)GO. 7A1 2220 (2)G1.0A82 00(2)G1.0A10200(2)GO.7A12200(2)G1. 1A8 1 90(2)GO. 5A10190(2)GO.8A12 1 90(2)G 11A8 1 8 0 (2)GO. 5A10 1 80(2)GO. 8A12 1 80
2、(2)G1.2A8170(2)GO. 6A1017O (2)GO. 9A12170(2)G1.3A8160 (2)GO. 6A10160(2)GO. 9A12160 (2)G1.4A 8150 (2)GO. 6A 1 0150(2)G1.0A121 50(2)G 15A8140(2)GO. 7A10140 (2)G1. 1A12140(2)G1.6A8130 (2)GO. 7A1O130(2)G1.2A 12130 (2)G1. 7A8120(2)GO. 8A10120 (2)G1. 3A12120 (2)G 18A811 0 (2)GO. 9A 1 011 0 (2)G 1 .4A12 1
3、10(2)G20A8100(2)G1.0A 1 0100(2)G1. 5A121OO(2)G2. 2A8300(4)GO. 6A100300 (4)G1.0A 12300 (4)G1. 5A82 5 0 (4)GO. 8A 1 02 50 G1.2A 1 2 250 (4)G1.8A8220(4)GO. 9A10220 G1. 4A1222 0 (4)G2.0A 80200 (4)G1.0A10200 (4)G1. 5A 1 22O0(4)G22A8190 (4)G 10A 1 0190(4)G 16A1219O(4)G2. 3A8180(4)G 11A10180 (4)G 1 .7A 1 2
4、180(4)G2. 5A8170(4)G 11A1O17O (4)G1.8A 1 217O(4)G2. 6A81 60 (4)G1. 2A10160(4)G 19A1 2160 (4)G2. 8A 8150(4)G1.3A1 00150(4)G2.0A12150(4)G3. 0A8 1 40 G1.4A1014O (4)G22A12140(4)G3. 2A8 1 30(4)G1.5A1 O 1 30 (4)G2. 4A12130 (4)G3. 4A812O (4)G1. 6A10120 (4)G26A1212O(4)G3. 7梁箍筋面积表A 8 1 1 0(4)G 18A1 0110(4)G2
5、.8A12110 (4)G4.1A 8100(4)G2.0A10 1 00 (4)G3. 1A12 1 00 (4)G4.5注：钢筋均为一级钢，电算箍筋间距100。梁箍筋面积表II级钢实配分布筋计算面积实配分布筋计算面积实配分布筋计算面积B830 0 (2)GO. 4B10300(2)GO.7B12300(2)G1.0B8250(2)GO. 5B10250 (2)GO. 9B122 5O(2)G 12B 8 220 (2)GO. 6B102 20(2)G1.0B1 2220 (2)G 14B820O(2)GO. 7B10200(2)G1. 1B122O0(2)G1.6B8190 (2)GO.
6、7B 1 O19O (2)G1. 1B12 190(2)G1. 7B818O (2)GO. 8B1O 1 80(2)G1.2B1218O(2)G1.8B8 170(2)GO. 8B 1 O1 70(2)G1. 3B 1 217O (2)G1.9B816O(2)GO. 9B10 1 60(2)G1.4B1 2160 (2)G2.0B8150(2)GO. 9B10150(2)G1.5B121 50(2)G2. 1B8140 (2)G1.0B1O140 (2)G 16B 1 2 1 40(2)G2. 3B8 1 30 (2)G1. 1B 1 0130 (2)G1.7B 1 2130 (2)G2. 4
7、B8120(2)G1. 2B10120(2)G1. 8B12 1 20(2)G2. 6B8110 (2)G1.3B101 1 O (2)G2.0B 1 2110 (2)G2.9B81O0(2)G 14B 1 0100 (2)G2.2B1 2 100 (2)G3. 2B 8 300 (4)GO. 9B 1 0300 (4)G1. 5B1 2 300 (4)G2. 1B82 50(4)G1. 1B102 50(4)G1.7B1225O (4)G25B8220 (4)G1.3B1O220(4)G2.0B12220(4)G2. 9B82 00(4)G1.4B10200 (4)G2. 2B12200 (
8、4)G3. 2B81 9 0 (4)G1. 5B 1 0190(4)G2. 3B12 1 90 (4)G3. 4B 8 1 80(4)G1.6B101 8 O (4)G24B1218O(4)G3. 6B8 1 70(4)G 17B10170(4)G2. 6B1 2 170 (4)G3.8B80 6O G 1 .8B 1 O 1 60 (4)G2.8B12160 (4)G4.0梁箍筋面积表B8 1 50 (4)G 19B10150 (4)G3.0B12050(4)G4. 3B 8140 (4)G2.0B1 014 0 (4)G3.2B 1 2 140 (4)G4. 6B8 1 30(4)G2.
9、2B 1 O13O (4)G3.4B12 1 30(4)G4. 9B 8 120(4)G2. 4B 1 0120(4)G3. 7B 1 212O (4)G5. 3B811O(4)G2. 6B 1 011 0 (4)G4.0B12 1 10(4)G5.8B81O0(4)G2.8B10 1 OO (4)G4. 4B 1 210O (4)G6.4注：二级钢均换算成一级钢的等效面积，电算箍筋间距10 0。梁箍筋面积表一 III级钢实配分布筋计算面积实配分布筋计算面积实配分布筋计算面积C8300 (2)GO. 5C10300 (2)GO. 9C825 0 (2)GO. 6C1 00250 (2)G1.
10、0C8220(2)GO. 7C1022O (2)G 1 .2C8200(2)GO. 8C10200(2)G 13C8190(2)GO.9C10190 (2)G1. 4C81 80 (2)GO. 9C10180 (2)G1.5C8 1 70 (2)G1.0C 1 0170 (2)G1.5C8160(2)G1. 0C10160(2)G1. 6C盹 1 50 (2)G1. 1C101 50(2)G 18C81 4 0 (2)G1.2C 1 0140 (2)G1.9C8130(2)G 1 .3C10130(2)G2.0C8120 (2)G 1.4C1012O (2)G2. 2C 8 1 10(2)G1
11、.5C10 1 10 (2)G2.4C81O0(2)G1.7C10100 (2)G2. 6梁箍筋面积表C8300(4)G1. 10100 300(4)G1. 8C8250(4)G1.3C1O250 (4)G2. 1C82 20(4)G1.5C1O220 (4)G2.4C82O0(4)G 17C 1 0200 G2. 7C8190 (4)G 1 .8C 1 0190 (4)G2. 8C 8180 (4)G1.9C10180 (4)G3.0C8 1 70G2.0C10170 (4)G31C8160 (4)G2. 1C 1 O16O (4)G3. 3C815O (4)G2. 3C 1 0150 (4)G3.5C8140 (4)G2.4C10 1 40 (4)G3.8C813O (4)G2. 6C 1 013 0 (4)G4.1C8 1 20 (4)G28C10120 (4)G4. 4C8110(4)G3. 1C101 1 0 (4)G4. 9C8 1 00(4)G3.4C10100(4)G5. 3注：三级钢均换算成一级钢的等效面积，电算箍筋间距10 0。
